Laserfiche WebLink
SIMPSON FIB W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) Sd EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE' <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPHB BTM. <br />IJOIST LVL PLATE STRAPS WI 10tl x 1 <br />tYY'HDG NAILS <br />WALL / FLOOR FRAMING, <br />D±4gnPARALLEL TO WALL <br />SCALE: <br />.3".. <br />#8 WOOD SCREWS L <br />x 2" LONG 0 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />31" AS SHOWN <br />L <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION III 1,4. <br />LL <br />F SCREW PATTERN <br />O zo WOIST (SEE <br />x <br />0UaUa�I FRAMING PLAN) <br />0= <br />EL <br />(2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS BOLT SCHEDULE, 10/S3.1A <br />12 O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />q TO EXTERIOR WALL <br />E: 3/4"=V-7' <br />#8 WOOD SCREWS x 2' <br />LONGSTAG CRED C; <br />STAG <br />SHOWN L <br />DBE. OL SYP #2 LEDGER. <br />SEE BOLT SCHEDULE, <br />t0IS3.1A <br />1 <br />V CMU WALL <br />REINF PER PLAN <br />PER ELEVATION 4 <br />LL <br />Q F BlSRE1M PATTERN <br />N Z <br />Z Jx <br />5 V <br />ATION <br />24" M IJOIST (SEE <br />2(4 P.T. CEILING FRAMING PLAN) <br />NAILER W/ <br />MASONRY NAILS <br />0 17' O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE:34"=1'-0" <br />PRE-ENG GABLE TRUSS <br />ZA BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS N-d' O.C. (AT <br />PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 024" O.C.MAX <br />NOT SHOWN FOR CLARITY) <br />2X4 DIAGONAL BTM. CHORD <br />PER ELV TION <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BILK <br />W/ TRUSS PLAN <br />~�' <br />TRU88 TO TOP PLATE <br />518" GYPSUM BOARD OR 1/2" HIGH <br />W/ 12" DIA. ANCHOR BOLT W/ Z' <br />' <br />A- SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U <990 LBS W/ (14)10d <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY IT'MIN. <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32' DC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />CONNECTION <br />FL017239 <br />PLANS FOR SPACING. SINGLE <br />POURED <br />BTM. PLATE TO BE PT. <br />LINTEL <br />LIN E COURSE <br />PROVIDE DBL. TOP PLATE <br />• <br />PROVIDE BLOCKING <br />o. <br />SIMPSON SPH4 OR SPH6 BTM <br />1r2' GYP. WL. BD. <br />AND TOP PLATE ANCHORS WI <br />10d x 1 10 COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) tOd's EACH <br />FILL ALL HOLES, DO NOT USE <br />10d 3" <br />12'k9" WEDGE ANCHOR W/ T <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/INOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 010'-0" O.C. MAX. <br />x <br />EPDXY 5.10 EMBED. MIN. 0 16' <br />OC MAX. <br />GABLE END BRACING W/ PRE-ENG <br />8 <br />GABLE TRUSS @ CMU WALL <br />°� <br />TO CONNECTION <br />SCALE: 3 4"=1'-0 <br />• • <br />°,'• <br />A - N MT 1 <br />SIMPSON <br />�. <br />8-SIMP ON HTS-20 U < LB Wl (20) 10d GALVN NAILS. <br />1 <br />C-2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W1(16) <br />1/4'kd'SOS, (1) 518° AT.R. TO HDU4 AND (10) 1/4" X 2 1/7 SOS TO POST <br />TRUSS <br />CONNECTION L.B.W. <br />POBTTOBLAe00NNECTpw <br />9a 9b <br />A8.8 ASU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA 6" EXP. BOLT <br />SCALE: 3/4"=1'-d' <br />- SIMPSON x <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5A DIA x W EXP. BOLT <br />C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-1/2' NAILS TO POST. <br />1441 N. RONALD REAGAN BL <br />LONGWOODI FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.ffildosigngroup.com <br />AA #: 0003326 <br />�>Nis; <br />BLJMM Ale LOT11 <br />ABBOTT PARK <br />LOT #8 <br />BLK #11 <br />PROJECT* <br />04181.000-08111 <br />MODEIA <br />3EEB <br />"2260—ELSTON" <br />GARAGE BpMG: <br />LEFT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXT. C <br />